Unformatted text preview: An 18-ft normal weight concrete cantilever beam is subject to factored M u =3500 k-in and a factored shear V u = 32.4 k at the face of the support. Design the top reinforcement and the appropriate embedment of 90 o hook into the concrete wall to sustain the external shear and moment. Given f c = 4.5 ksi and f y =60 ksi....
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This note was uploaded on 10/03/2011 for the course CVEN 444 taught by Professor Staff during the Summer '08 term at Texas A&M.
- Summer '08